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Shotcrete Work

Date post: 03-Jun-2018
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    SHOTCRETE / SCL

    What and How to supervise

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    What is Shotcrete?

    Concrete conveyed through a hose

    and pneumaticallyprojected at highvelocityonto a surface, as a construction

    technique.

    Shotcrete undergoes placement and compaction at

    the same time

    There are now two different Sprayed Concrete

    Processes:

    Dry Process Sprayed Concrete

    Wet Process Sprayed Concrete

    http://en.wikipedia.org/wiki/Pneumaticshttp://en.wikipedia.org/wiki/Velocityhttp://en.wikipedia.org/wiki/Velocityhttp://en.wikipedia.org/wiki/Pneumatics
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    Dry Spray Application Wet Spray Application

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    Spray Arm With Spraying Booth

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    Wet Spray Application 1

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    Wet Spray Application 2

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    Dry Spray Application

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    Thin-flow Process for

    Dry-Sprayed Concrete

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    Very Early Strength

    from 0 to 1 N/mm with

    needle penetration

    Very Early Strength

    from 1 to 15 N/mm

    with bolt firing Mtehod

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    Core Compression Testing

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    Facto rs inf luencing the reboundquant i ty:

    nozzlemanstechnical skill and experience

    spraying direction (up, down, horizontally) spraying parameters (air pressure, nozzle,

    spray output)

    spraying process (dry/wet sprayed

    concrete)

    sprayed concrete mix design (aggregate,

    grading curve, accelerator, fibers, binder)

    sprayed concrete performance (very earlystrength, adhesive strength, layer thickness)

    substrate condition (evenness, adhesion)

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    Handling the Spray Nozzle for

    an even Shotcrete Surface

    The influence of the Spray

    angle on the rebound

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    The main mix requirement focus on the

    workability (Pumping, SprayingApplication) and durability; they are:

    High early strength The correct set Concrete characteristics

    User-friendly workability (long open times)

    Good pumpability (dense-flow delivery) Good sprayability (pliability)

    Minimum rebound

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    Driving Sprayed Concrete Laboratory

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    Drift Wall advance

    Preceding drift walls (1,2),followed by excavation ofthe crown (3) then bench

    and invert (4) including safesupport in each case

    Methods of Advance

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    Excavation Profile Core Method Uetliberg

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    Nozzle man Spraying manually Automatic Spraying head inoperation

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    Sprayed Concrete Test for

    Controlling Rebound

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    MachinesPutzmeister Stationary Concrete

    Pump Sika-PM702 E

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    Putzmeister Stationary Concrete Pump

    BSA 1002 D Multi

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    Sika-PM500

    D i U it

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    Schematic cross-section

    of Squeeze PumpAliva-403.5 Extended

    Dosing Units

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    Schematic Cross-section of

    Aliva Rotor Machines

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    Aliva 263 Extended

    by Metering UnitAliva 246.5 Basic

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